D3b 3" x 1" RECT. TUBE x 42-1/2" HIGH RAIL WITH BOTTOM RAIL
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1 Ultra-tec Cable Railing Systems G-D3b D3b 3" x 1" RECT. TUBE x 42-1/2" HIGH RAIL WITH BOTTOM RAIL Building Code: Material: 2006 International Building Code 2007 California Building Code AISC Steel Construction Manual, 13th ed ASD Carbon Steel, A500, Grade B, Fy = 42 ksi Stainless Steel, A554, Grade MT-304 or MT-316, Fy = 30 ksi Height: 42.5" Anchor Post: Intermediate Posts: Top Rail: Bottom Rail: Carbon Steel: Double HSS 3x1x1/8 Tube Stainless Steel: Double 3"x1"x0.120" Tube Carbon Steel: HSS 3x1x1/8 Tube Stainless Steel: 3"x1"x0.120" Tube Carbon Steel: HSS 3x1x1/8 Tube Stainless Steel: 3"x1"x0.120" Tube Carbon Steel: HSS 3x1x1/8 Tube Stainless Steel: 3"x1"x0.120" Tube Number of Cables: 11 Cable Spacing: 3.08" Cable Prestress: 325 lbs Disclaimer: Analysis and Structural Certification DOES NOT include base plates or anchorage to supporting structure. Where required by the Local Building Official, these shall be reviewed and designed by the project Structural Engineer of Record. Copyright Ultra-tec Corporation, Carson City, Nevada. All rights reserved.
2 Y Z X Ferrari Shields & Associates Dan O'Connor D3b - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Mar 3, 2009 at 10:31 AM D3b-3x1.R3D
3 Ferrari Shields & Associates Dan O'Connor D3b - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Mar 3, 2009 at 10:31 AM D3b-3x1.R3D HSS3X1X2 HSS3X1X2 HSS3X1X2 HSS3X1X2 HSS3X1X2 HSS3X1X2 HSS3X1X2 HSS3X1X2 HSS3X1X2 HSS3X1X2 HSS3X1X2 HSS3X1X2 Y Z X
4 Y Z X Member Code Checks Displayed Solution: Envelope Ferrari Shields & Associates Dan O'Connor D3b - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Mar 3, 2009 at 10:31 AM D3b-3x1.R3D
5 Y Z X Ferrari Shields & Associates Dan O'Connor D3b (SS) - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Mar 3, 2009 at 10:36 AM D3b-3x1-ss.R3D
6 Ferrari Shields & Associates Dan O'Connor D3b (SS) - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Mar 3, 2009 at 10:35 AM D3b-3x1-ss.R3D TU3x1x2 TU3x1x2 TU3x1x2 TU3x1x2 TU3x1x2 TU3x1x2 TU3x1x2 TU3x1x2 TU3x1x2 TU3x1x2 TU3x1x2 TU3x1x2 Y Z X
7 Y Z X Member Code Checks Displayed Solution: Envelope Ferrari Shields & Associates Dan O'Connor D3b (SS) - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Mar 3, 2009 at 10:36 AM D3b-3x1-ss.R3D
8 Y Z X Loads: LC 1, Cable Prestress Results for LC 1, Cable Prestress Reaction units are lb and k-ft Ferrari Shields & Associates Dan O'Connor D3b - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Mar 3, 2009 at 10:32 AM D3b-3x1.R3D
9 Y Z X 392lb 392lb 392lb 392lb lb 6.4lb 6.4lb 6.4lb 6.4lb 6.4lb 6.4lb 6.4lb Loads: LC 2, Results for LC 2, Reaction units are lb and k-ft Ferrari Shields & Associates Dan O'Connor D3b - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL lb -392lb -392lb -392lb Mar 3, 2009 at 10:33 AM D3b-3x1.R3D
10 Y Z X 50lb/ft 50lb/ft lb/ft Loads: LC 3, Results for LC 3, Reaction units are lb and k-ft Ferrari Shields & Associates Dan O'Connor D3b - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Mar 3, 2009 at 10:33 AM D3b-3x1.R3D
11 Y Z X 200lb Loads: LC 4, (1) Results for LC 4, (1) Reaction units are lb and k-ft Ferrari Shields & Associates Dan O'Connor D3b - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Mar 3, 2009 at 10:33 AM D3b-3x1.R3D
12 Y Z X 200lb Loads: LC 5, (2) Results for LC 5, (2) Reaction units are lb and k-ft Ferrari Shields & Associates Dan O'Connor D3b - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Mar 3, 2009 at 10:33 AM D3b-3x1.R3D
13 Y Z X -200lb Loads: LC 6, (3) Results for LC 6, (3) Reaction units are lb and k-ft Ferrari Shields & Associates Dan O'Connor D3b - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Mar 3, 2009 at 10:33 AM D3b-3x1.R3D
14 Company : Ferrari Shields & Associates Mar 3, 2009 Designer : Dan O'Connor 10:31 AM Job Number : D3b - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Checked By: Global Display Sections for Member Calcs Max Internal Sections for Member Calcs Include Shear Deformation Include Warping Area Load Mesh (in^2) Merge Tolerance (in) P-Delta Analysis Tolerance Vertical Axis Hot Rolled Steel Code Cold Formed Steel Code Wood Code Wood Temperature Concrete Code Masonry Code Number of Shear Regions Region Spacing Increment (in) Biaxial Column Method Parme Beta Factor (PCA) Concrete Stress Block Use Cracked Sections Bad Framing Warnings Unused Force Warnings 5 97 Yes Yes % Y AISC : ASD 13th AISI 01: ASD NDS 2005: ASD < 100F ACI 2005 MSJC 05/IBC 06 ASD 4 4 PCA Load Contour.65 Rectangular Yes No Yes Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (\1E5 F) Density[k/ft^3] Yield[ksi] 1 A500Gr A Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rules A [in2] Iyy [in4] Izz [in4] J [in4] 1 RAIL HSS3X1X2 Beam Tube A500Gr42 Typical EPOST HSS3X1X2 Column Tube A500Gr42 Typical IPOST HSS3X1X2 Column Tube A500Gr42 Typical General Material Properties Label E [ksi] G [ksi] Nu Therm (\1E5 F) Density[k/ft^3] 1 GEN RIGID 1e General Section Sets Label Shape Type Material A [in2] Iyy [in4] Izz [in4] J [in4] 1 LINK Beam GEN RIGID RISA-3D Version [G:\ Cable Connection Addl\Frames\D3b-3x1\D3b-3x1.R3D] Page 1
15 Company : Ferrari Shields & Associates Mar 3, 2009 Designer : Dan O'Connor 10:31 AM Job Number : D3b - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Mem... Surface (Pl... 1 Cable Prestress None None None (1) None (2) None (3) None 1 Load Combinations Description Solve PDelta SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 Cable Prestress Yes C Yes C Yes C (1) Yes C (2) Yes C (3) Yes C Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 M1 N1 N2 90 EPOST Column Tube A500Gr42 Typical 2 M2 N3 N4 90 IPOST Column Tube A500Gr42 Typical 3 M3 N2 N4 90 RAIL Beam Tube A500Gr42 Typical 4 M4 N4 N8 90 RAIL Beam Tube A500Gr42 Typical 5 M5 N5 N6 90 EPOST Column Tube A500Gr42 Typical 6 M6 N7 N8 90 IPOST Column Tube A500Gr42 Typical 7 M7 N8 N6 90 RAIL Beam Tube A500Gr42 Typical 8 M8 N9 N10 90 EPOST Column Tube A500Gr42 Typical 9 M9 N11 N12 90 EPOST Column Tube A500Gr42 Typical 10 M10 N13 N15 LINK Beam None GEN_RIGID Default 11 M11 N16 N14 LINK Beam None GEN_RIGID Default 12 M12 N1 N17 LINK Beam None GEN_RIGID Default 13 M13 N11 N18 LINK Beam None GEN_RIGID Default 14 M14 N17 N9 LINK Beam None GEN_RIGID Default 15 M15 N18 N5 LINK Beam None GEN_RIGID Default 16 M16 N19 N20 90 RAIL Beam Tube A500Gr42 Typical 17 M17 N20 N22 90 RAIL Beam Tube A500Gr42 Typical 18 M18 N22 N21 90 RAIL Beam Tube A500Gr42 Typical 19 M19 N23 N25 LINK Beam None GEN_RIGID Default 20 M20 N26 N24 LINK Beam None GEN_RIGID Default 21 M21 N27 N29 LINK Beam None GEN_RIGID Default 22 M22 N30 N28 LINK Beam None GEN_RIGID Default 23 M23 N31 N33 LINK Beam None GEN_RIGID Default 24 M24 N34 N32 LINK Beam None GEN_RIGID Default 25 M25 N35 N37 LINK Beam None GEN_RIGID Default 26 M26 N38 N36 LINK Beam None GEN_RIGID Default 27 M27 N39 N41 LINK Beam None GEN_RIGID Default 28 M28 N42 N40 LINK Beam None GEN_RIGID Default 29 M29 N43 N45 LINK Beam None GEN_RIGID Default 30 M30 N46 N44 LINK Beam None GEN_RIGID Default 31 M31 N47 N49 LINK Beam None GEN_RIGID Default RISA-3D Version [G:\ Cable Connection Addl\Frames\D3b-3x1\D3b-3x1.R3D] Page 2
16 Company : Ferrari Shields & Associates Mar 3, 2009 Designer : Dan O'Connor 10:31 AM Job Number : D3b - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Checked By: Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 32 M32 N50 N48 LINK Beam None GEN_RIGID Default 33 M33 N51 N53 LINK Beam None GEN_RIGID Default 34 M34 N54 N52 LINK Beam None GEN_RIGID Default 35 M35 N55 N57 LINK Beam None GEN_RIGID Default 36 M36 N58 N56 LINK Beam None GEN_RIGID Default 37 M37 N63 N65 LINK Beam None GEN_RIGID Default 38 M38 N66 N64 LINK Beam None GEN_RIGID Default Envelope Joint Reactions Joint X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N3 max min N7 max min N17 max min N18 max min Totals: max min Envelope Member Section Forces Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[k-ft] LC y-y Moment[... LC z-z Moment[... LC 1 M1 1 max min max min max min max min max min M2 1 max min max min max min max min max min M3 1 max min max min max min max RISA-3D Version [G:\ Cable Connection Addl\Frames\D3b-3x1\D3b-3x1.R3D] Page 3
17 Company : Ferrari Shields & Associates Mar 3, 2009 Designer : Dan O'Connor 10:31 AM Job Number : D3b - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[k-ft] LC y-y Moment[... LC z-z Moment[... LC 28 min max min M4 1 max min max min max min max min max min M5 1 max min max min max min max min max min M6 1 max min max min max min max min max min M7 1 max min max min max min max min max min M8 1 max min max min max min max min max min RISA-3D Version [G:\ Cable Connection Addl\Frames\D3b-3x1\D3b-3x1.R3D] Page 4
18 Company : Ferrari Shields & Associates Mar 3, 2009 Designer : Dan O'Connor 10:31 AM Job Number : D3b - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[k-ft] LC y-y Moment[... LC z-z Moment[... LC 81 M9 1 max min max min max min max min max min M16 1 max min max min max min max min max min M17 1 max min max min max min max min max min M18 1 max min max min max min max min max min Envelope AISC 13th ASD Steel Code Checks Member Shape Code Check Loc[in] LC Shear... Loc[in] Dir LC Pnc/om [lb] Pnt/om [lb] Mnyy/om [k-ft] Mnzz/om... Cb Eqn 1 M1 HSS3X1X z H1-1a 2 M2 HSS3X1X z H1-1b 3 M3 HSS3X1X z H1-1b 4 M4 HSS3X1X z H1-1b 5 M5 HSS3X1X z H1-1a 6 M6 HSS3X1X z H1-1b 7 M7 HSS3X1X z H1-1b 8 M8 HSS3X1X z H1-1b RISA-3D Version [G:\ Cable Connection Addl\Frames\D3b-3x1\D3b-3x1.R3D] Page 5
19 Company : Ferrari Shields & Associates Mar 3, 2009 Designer : Dan O'Connor 10:31 AM Job Number : D3b - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Checked By: Envelope AISC 13th ASD Steel Code Checks (Continued) Member Shape Code Check Loc[in] LC Shear... Loc[in] Dir LC Pnc/om [lb] Pnt/om [lb] Mnyy/om [k-ft] Mnzz/om... Cb Eqn 9 M9 HSS3X1X z H1-1b 10 M16 HSS3X1X z H1-1a 11 M17 HSS3X1X z H1-1a 12 M18 HSS3X1X z H1-1a RISA-3D Version [G:\ Cable Connection Addl\Frames\D3b-3x1\D3b-3x1.R3D] Page 6
20 Company : Ferrari Shields & Associates Mar 3, 2009 Designer : Dan O'Connor 10:36 AM Job Number : D3b (SS) - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Checked By: Global Display Sections for Member Calcs Max Internal Sections for Member Calcs Include Shear Deformation Include Warping Area Load Mesh (in^2) Merge Tolerance (in) P-Delta Analysis Tolerance Vertical Axis Hot Rolled Steel Code Cold Formed Steel Code Wood Code Wood Temperature Concrete Code Masonry Code Number of Shear Regions Region Spacing Increment (in) Biaxial Column Method Parme Beta Factor (PCA) Concrete Stress Block Use Cracked Sections Bad Framing Warnings Unused Force Warnings 5 97 Yes Yes % Y AISC : ASD 13th AISI 01: ASD NDS 2005: ASD < 100F ACI 2005 MSJC 05/IBC 06 ASD 4 4 PCA Load Contour.65 Rectangular Yes No Yes Hot Rolled Steel Properties Label E [ksi] G [ksi] Nu Therm (\1E5 F) Density[k/ft^3] Yield[ksi] 1 LDX SS Hot Rolled Steel Section Sets Label Shape Type Design List Material Design Rules A [in2] Iyy [in4] Izz [in4] J [in4] 1 RAIL TU3x1x2 Beam Tube SS316 Typical EPOST TU3x1x2 Column Tube SS316 Typical IPOST TU3x1x2 Column Tube SS316 Typical General Material Properties Label E [ksi] G [ksi] Nu Therm (\1E5 F) Density[k/ft^3] 1 GEN RIGID 1e General Section Sets Label Shape Type Material A [in2] Iyy [in4] Izz [in4] J [in4] 1 LINK Beam GEN RIGID RISA-3D Version [G:\ Cable Connection Addl\Frames\D3b-3x1\D3b-3x1-ss.R3D] Page 1
21 Company : Ferrari Shields & Associates Mar 3, 2009 Designer : Dan O'Connor 10:36 AM Job Number : D3b (SS) - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Checked By: Basic Load Cases BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area (Mem... Surface (Pl... 1 Cable Prestress None None None (1) None (2) None (3) None 1 Load Combinations Description Solve PDelta SR... BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor BLC Factor 1 Cable Prestress Yes C Yes C Yes C (1) Yes C (2) Yes C (3) Yes C Member Primary Data Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 1 M1 N1 N2 90 EPOST Column Tube SS316 Typical 2 M2 N3 N4 90 IPOST Column Tube SS316 Typical 3 M3 N2 N4 90 RAIL Beam Tube SS316 Typical 4 M4 N4 N8 90 RAIL Beam Tube SS316 Typical 5 M5 N5 N6 90 EPOST Column Tube SS316 Typical 6 M6 N7 N8 90 IPOST Column Tube SS316 Typical 7 M7 N8 N6 90 RAIL Beam Tube SS316 Typical 8 M8 N9 N10 90 EPOST Column Tube SS316 Typical 9 M9 N11 N12 90 EPOST Column Tube SS316 Typical 10 M10 N13 N15 LINK Beam None GEN_RIGID Default 11 M11 N16 N14 LINK Beam None GEN_RIGID Default 12 M12 N1 N17 LINK Beam None GEN_RIGID Default 13 M13 N11 N18 LINK Beam None GEN_RIGID Default 14 M14 N17 N9 LINK Beam None GEN_RIGID Default 15 M15 N18 N5 LINK Beam None GEN_RIGID Default 16 M16 N19 N20 90 RAIL Beam Tube SS316 Typical 17 M17 N20 N22 90 RAIL Beam Tube SS316 Typical 18 M18 N22 N21 90 RAIL Beam Tube SS316 Typical 19 M19 N23 N25 LINK Beam None GEN_RIGID Default 20 M20 N26 N24 LINK Beam None GEN_RIGID Default 21 M21 N27 N29 LINK Beam None GEN_RIGID Default 22 M22 N30 N28 LINK Beam None GEN_RIGID Default 23 M23 N31 N33 LINK Beam None GEN_RIGID Default 24 M24 N34 N32 LINK Beam None GEN_RIGID Default 25 M25 N35 N37 LINK Beam None GEN_RIGID Default 26 M26 N38 N36 LINK Beam None GEN_RIGID Default 27 M27 N39 N41 LINK Beam None GEN_RIGID Default 28 M28 N42 N40 LINK Beam None GEN_RIGID Default 29 M29 N43 N45 LINK Beam None GEN_RIGID Default 30 M30 N46 N44 LINK Beam None GEN_RIGID Default 31 M31 N47 N49 LINK Beam None GEN_RIGID Default RISA-3D Version [G:\ Cable Connection Addl\Frames\D3b-3x1\D3b-3x1-ss.R3D] Page 2
22 Company : Ferrari Shields & Associates Mar 3, 2009 Designer : Dan O'Connor 10:36 AM Job Number : D3b (SS) - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Checked By: Member Primary Data (Continued) Label I Joint J Joint K Joint Rotate(deg) Section/Shape Type Design List Material Design Rules 32 M32 N50 N48 LINK Beam None GEN_RIGID Default 33 M33 N51 N53 LINK Beam None GEN_RIGID Default 34 M34 N54 N52 LINK Beam None GEN_RIGID Default 35 M35 N55 N57 LINK Beam None GEN_RIGID Default 36 M36 N58 N56 LINK Beam None GEN_RIGID Default 37 M37 N63 N65 LINK Beam None GEN_RIGID Default 38 M38 N66 N64 LINK Beam None GEN_RIGID Default Envelope Joint Reactions Joint X [lb] LC Y [lb] LC Z [lb] LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft] LC 1 N3 max min N7 max min N17 max min N18 max min Totals: max min Envelope Member Section Forces Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[k-ft] LC y-y Moment[... LC z-z Moment[... LC 1 M1 1 max min max min max min max min max min M2 1 max min max min max min max min max min M3 1 max min max min max min max RISA-3D Version [G:\ Cable Connection Addl\Frames\D3b-3x1\D3b-3x1-ss.R3D] Page 3
23 Company : Ferrari Shields & Associates Mar 3, 2009 Designer : Dan O'Connor 10:36 AM Job Number : D3b (SS) - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[k-ft] LC y-y Moment[... LC z-z Moment[... LC 28 min max min M4 1 max min max min max min max min max min M5 1 max min max min max min max min max min M6 1 max min max min max min max min max min M7 1 max min max min max min max min max min M8 1 max min max min max min max min max min RISA-3D Version [G:\ Cable Connection Addl\Frames\D3b-3x1\D3b-3x1-ss.R3D] Page 4
24 Company : Ferrari Shields & Associates Mar 3, 2009 Designer : Dan O'Connor 10:36 AM Job Number : D3b (SS) - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Checked By: Envelope Member Section Forces (Continued) Member Sec Axial[lb] LC y Shear[lb] LC z Shear[lb] LC Torque[k-ft] LC y-y Moment[... LC z-z Moment[... LC 81 M9 1 max min max min max min max min max min M16 1 max min max min max min max min max min M17 1 max min max min max min max min max min M18 1 max min max min max min max min max min Envelope AISC 13th ASD Steel Code Checks Member Shape Code Check Loc[in] LC Shear... Loc[in] Dir LC Pnc/om [lb] Pnt/om [lb] Mnyy/om [k-ft] Mnzz/om... Cb Eqn 1 M1 TU3x1x z H1-1a 2 M2 TU3x1x z H1-1b 3 M3 TU3x1x z H1-1b 4 M4 TU3x1x z H1-1b 5 M5 TU3x1x z H1-1a 6 M6 TU3x1x z H1-1b 7 M7 TU3x1x z H1-1b 8 M8 TU3x1x z H1-1b RISA-3D Version [G:\ Cable Connection Addl\Frames\D3b-3x1\D3b-3x1-ss.R3D] Page 5
25 Company : Ferrari Shields & Associates Mar 3, 2009 Designer : Dan O'Connor 10:36 AM Job Number : D3b (SS) - 3" x 1" RECT TUBE x 42-1/2" HIGH RAIL W/ BOTTOM RAIL Checked By: Envelope AISC 13th ASD Steel Code Checks (Continued) Member Shape Code Check Loc[in] LC Shear... Loc[in] Dir LC Pnc/om [lb] Pnt/om [lb] Mnyy/om [k-ft] Mnzz/om... Cb Eqn 9 M9 TU3x1x z H1-1b 10 M16 TU3x1x z H1-1a 11 M17 TU3x1x z H1-1a 12 M18 TU3x1x z H1-1a *** End of Calculations *** RISA-3D Version [G:\ Cable Connection Addl\Frames\D3b-3x1\D3b-3x1-ss.R3D] Page 6
Company : May 17, 2015 Designer : 9:34 PM Job Number : Checked By:
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